optology optimization and jump · 2020-06-08 · e v; (1d) x e 2f0 ;1 g 8e (1e) c: compliance,...
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![Page 1: opTology Optimization and JuMP · 2020-06-08 · e V; (1d) x e 2f0 ;1 g 8e (1e) C: Compliance, convex in x u : Displacements K : Global sti ness matrix f : Load vector K e: Element](https://reader034.vdocuments.site/reader034/viewer/2022050106/5f444e254c69fa5842568920/html5/thumbnails/1.jpg)
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Topology Optimization and JuMPImmense Potential and Challenges
Mohamed Tarek Mohamed
School of Engineering and Information Technology
UNSW Canberra
June 28, 2018
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Introduction
Mohamed Tarek Mohamed Topology Optimization and JuMP
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About Me
First year PhD student at UNSW Canberra
Multidisciplinary design optimization labSupervisor: Tapabrata Ray
Background:
BSc mechanical engineeringMSc industrial engineering
Research interests:1 Topology optimization algorithms2 Topology optimization and nite element modelling3 Multigrid methods and scalable topology optimization
NumFOCUS GSoC student
Locally optimal block preconditioned conjugate gradient(LOBPCG) in IterativeSolvers.jlBuckling analysis
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Structure Design
20mm
60mm
F = 1 N
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Structure Design
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Problems
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Problem Families
Variables:
1 Each optional mesh elementcorresponds to a variable,
2 Can be binary or continuous(variable thickness sheet)
Objectives:
1 Compliance minimization,
2 Material volume/costminimization,
3 Maximum stressminimization, or
4 Minimum eigenvaluemaximization.
20mm
60mm
F = 1 N
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Problem Families
Constraints:
1 Volume constraint,
2 Maximum complianceconstraint,
3 Maximum displacementconstraint,
4 Local/global stressconstraints,
5 Fatigue constraints,
6 Global stability constraints,and/or
7 Others.
20mm
60mm
F = 1 N
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Problem Families
Mechanical systems:
1 Linear, elastic, quasi-staticsystem,
2 Nonlinear, compliantmechanism,
3 Nonlinear, elasto-plasticsystem,
4 Linear/nonlinear vibratingsystem, or
5 Others.
20mm
60mm
F = 1 N
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Problem Families
Loads:
1 Single or multiple,
2 Static or dynamic,
3 Deterministic or stochastic,and
4 Design-dependent ordesign-independent.
20mm
60mm
F = 1 N
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Pipelines
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Topology Optimization Pipelines
User's Pipeline1 Problem context denition
Initial design in mesh formBoundary conditionsFixed cells, not allowed to changeDened programmatically or through .inp and similar les
2 Objective and constraint selection3 Topology optimization algorithm
Nested Analysis and Design (NAND), orSimultaneous Analysis and Design (SAND)
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Topology Optimization Pipelines
Nested Analysis and Design (NAND) Pipeline1 Decide material distribution variables
Does this element exist or not?Binary ∈ 0, 1, or relaxed ∈ [0, 1]
2 FEA
Cannot fully remove an element (numerical instability)xsoft = x(1− xmin) + xmin, xmin = 0.001Makes use of matrix-free linear system and eigenvalue solversCan be GPU-accelerated or distributed on many computers
3 Objective and constraint values and derivatives
Adjoint method: dierentiating through the analysis equationsWhen binary constraints are relaxed, "penalized" variables, i.e.xpenal = xp
soft are often used, for some known penalty typically1 < p ≤ 5.
4 Update material distribution and repeat
Optimization magic!
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Topology Optimization Pipelines
Simultaneous Analysis and Design (SAND) Pipeline1 FEA
Formulate the analysis equations as constraintsAnalysis variables are decision variables
2 Optimization modelling
Write the composite analysis-design problem as a biggeroptimization problemMaterial distribution decision variables xAnalysis decision variables, e.g. nodal displacements uAnalysis constraints, e.g. Ku = f and K =
∑e xpenal,eKe
Design constraints, e.g. σve ≤ σy , ∀e
3 Optimization magic!
Single pass
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Examples
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Example Problem 1
Volume constrainedcompliance minimization
Analysis: 1b and 1cDesign: 1a and 1dCheq lter not shown
minimizex
C = uTKu (1a)
subject to
Ku = f , (1b)
K =∑e
ρpeKe , (1c)∑e
vexe ≤ V , (1d)
xe ∈ 0, 1 ∀e (1e)
C : Compliance, convex in x
u: Displacements
K : Global stiness matrix
f : Load vector
Ke : Element stiness matrix e
ve : Volume of element e
xe : Does element e exist?
ρe : Soft xe := xe(1− xmin)+ xmin
V : Volume threshold
p: Known as the "penalty"typically ∈ [1, 5]
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Example Problem 2
Stress constrained volume minimization
σeij is the stress tensor inside element e linear in u
(σve )
2xe ≤ σ2yxe is also a valid constraint since σve ≥ 0 and xe is
binary(σv
e )2xe ≤ σ2yxe is bi-convex in u and xe
minimizex
∑e
vexe
subject to
(1b),
(1c),
σve xe ≤ σyxe ∀e,xe ∈ 0, 1 ∀e
σve :=
(1
2(σe11 − σe22)2 +
1
2(σe22−
σe33)2 +
1
2(σe33 − σe11)2 + 3(σe12)
2+
3(σe23)2 + 3(σe31)
2
) 12
∀e
σy : yield stress of the material
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Example Problem 3
Buckling constrained volume minimization
Positive semidenite constraintK is a linear function of xKσ is a bi-linear function of u and x
minimizex
∑e
vexe
subject to
(1b),
(1c),
Kσ =∑e
xe
∫Ωe
GeTψe
GedV ,
K + λsKσ < 0,
xe ∈ 0, 1 ∀e
Kσ: Stress stiness matrix
λs : Load multiplier under whichdesign must be stable
σe : matrix form of σeij from theprevious slide
ψe := kron(Idim×dim, σe)
G e : basis function derivatives ofelement e arranged in a specialorder
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Algorithms
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Algorithm Classication Tree
Acronyms:
SAND: Simultaneous analysis and design
NAND: Nested analysis and design
MINL-SDP: Mixed integer nonlinear and semideniteprogramming
INL-SDP: Integer nonlinear and semidenite programming(no continuous variables)
NL-SDP: Nonlinear and semidenite programming
SIMP: Solid isotropic material with penalization
BESO: Bi-directional evolutionary structural optimization [1]
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Algorithm Classication Tree
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Why am I here?
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Next Generation Topology Optimization
Continuous and binary variables
Flexible constraint handling
Block constraints with Jacobian of xed sparsity patternBi-linear, bi-convex and nonlinear constraintsConic constraintsPartial structure, e.g. some bi-linear and some bi-convex
Linear time and memory complexity
Can have 100s of millions of variables
Numerically robust to scaling
Scalable optimization pipeline (pre-processor and solver)
Eciently GPU-acceleratedEciently distributed to multiple machines
Single- and multi- objective
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Next Generation Topology Optimization
Possible with Julia's optimization ecosystem?
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Next Generation Topology Optimization
What can I oer?
Prayers!
Oh and I am ready to code (after paper submissions andGSoC!).
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Demo
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Demo
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Further Readings I
[1] Xiaodong Huang and Yi Min Xie. A further review of ESO type methodsfor topology optimization. Structural and Multidisciplinary Optimization,41(5):671683, 2010.
[2] Xia Liu, Wei-Jian Yi, Q.S. Li, and Pu-Sheng Shen. Genetic evolutionarystructural optimization. Journal of Constructional Steel Research,64(3):305311, 2008.
[3] K Svanberg. The method of moving asymptotes - a new method forstructural optimization. International Journal for Numerical Methods in
Engineering, 24(2):359373, 1987.[4] Krister Svanberg. A Class of Globally Convergent Optimization Methods
Based on Conservative Convex Separable Approximations. SIAM Journal
on Optimization, 12(2):555573, 2002.
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Questions?
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Extras
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Method of moving asymptotes (MMA)
Most popular nonlinear programming algorithm used intopology optimization
Sequential convex programming
First order approximation of f with respect to 1x−L or 1
U−x ,whichever is convex given the sign of f ′(x)
Originally proposed in [3]
Later improved and similar algorithms were proposed in [4]
Dual algorithm is fully separable so it can be GPU-acceleratedand distributed
Only handles inequality constraints
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Adjoint method
ρe = xe(1− xmin) + xmin
C = u ′Ku
K is an explicit function of x : K (x) =∑
e ρpeKe
u is an implicit function of x : K (x)u(x) = f
Using product and chain rules: dCdxe
= −(1− xmin)pρp−1e u ′Keu
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Implementation State
Modular experimental platform was setup:
> 5000 lines of Julia code across a few packages
TopOpt.jl (main, unpublished)TopOptProblems.jlLinearElasticity.jlJuAFEM.jlIterativeSolvers.jlPreconditioners.jl
Direct dependencies
FEA: JuAFEM.jl, Einsum.jl, IterativeSolvers.jl,Preconditioners.jl, StaticArrays.jlOptimization: Optim.jl, MMA.jlVisualization: Plots.jl, Makie.jl
Mohamed Tarek Mohamed Topology Optimization and JuMP
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Supported Features
Finite element modelling1 Material: linearly elastic.2 Mesh: homogeneous 2D or 3D unstructured mesh of tri, quad,
tetra or hexa elements.3 Boundary conditions: nodal and face Neumann and Dirichlet
boundary conditions.4 Import: model can be imported from .inp les.5 Analysis: compliance, stress and buckling analysis.
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Supported Features
Linear system solver1 Direct sparse solver2 Assembly-based CG method3 Matrix-free CG method
Eigenvalue solver1 Assembly-based LOBPCG method
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Supported Features
Topology optimization1 Chequerboard lter for unstructured meshes2 Can x some cells as black or white3 Compliance objective4 Volume constraint5 SIMP
MMA.jl [3]Continuation SIMP
6 Soft-kill BESO [1]7 Genetic Evolutionary Structural Optimization (GESO) [2]
Mohamed Tarek Mohamed Topology Optimization and JuMP